Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: OTHER
Permit Number - T03CM05487
Review Name: OTHER
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/20/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T03CM05487 1/21/04 10651 E. MIGRATORY PL. PLAN REVIEW FOR THE ABOVE REFERENCED STRUCTURE HAS BEEN COMPLETED. THIS LETTER REFLECTS COMMENTS TO BE ADDRESSED. IN ORDER TO FACILITATE A SHORTER BACK CHECK TIME, WE REQUEST THAT YOU PLEASE PROVIDE REVISED PLANS AND CALCULATIONS, HIGHLIGHTING ANY CHANGES, ALONG WITH A WRITTEN RESPONSE TO EACH OF THE NOTED ITEMS INDICATING ACTION TAKEN. SCOPE OF REVIEW: THE SCOPE OF THIS PLAN REVIEW COVERS ARCHITECTURAL, PLUMBING, MECHANICAL, MODEL ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2000 IRC AND STATE PLUMBING CODE. ALL FEATURES WERE CHECKED ONLY TO THE EXTENT ALLOWED BY THE SUBMITTALS PROVIDED. ALL PORTIONS OF THIS PROJECT ARE ASSUMED TO MEET OR WILL MEET OTHER DEPARTMENTAL REQUIREMENTS, CONDITIONS AND CONCERNS BEFORE PERMIT APPROVAL. GENERAL REQUIREMENTS: 1. ALL PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ¼ INCH = 1-FOOT SHALL BE USED FOR ALL FLOOR PLANS, FRAMING PLANS AND ELEVATIONS. DETAILS &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE. 2. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS OR (1) SEPIA & (1) BLUE LINE SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS. 3. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES. FOUNDATION PLANS: 1. ALL FOUNDATION HOLD-DOWNS FOR SHEAR WALLS SHALL BE LOCATED. FLOOR PLANS: 1. PROVIDE ACCESS TO EACH SEPARATE ATTIC AND CRAWL SPACE THAT EXCEEDS 30SF. DESIGNATE LOCATIONS ON THE DRAWINGS. OPENINGS SHALL NOT BE LESS THAN 22" BY 30". THE ATTIC ACCESS SHALL PROVIDE A MINIMUM OF 30" OF HEADROOM, AND SHALL BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE SPACE PER R807. SECTIONS - DETAILS - MISC. NOTES: 1. S1 / A ; PROVIDE "RESTRAINING WALL REBAR CHART S2 /B ". 2. BRACED WALL PANELS / S-2 ; PAHD 42 REQUIRES A MINIMUM OF 8" FROM THE EDGE TO MEET 1800 # LISTING. BEING REQUIRED TO BE ON THE END STUD, WHICH IS LESS THAN 8" FROM THE END ON OUTSIDE CORNERS, IT WOULD NOT BE ADEQUATE. 3. BRACED WALL PANELS / S-2 ; LSTHD8 / LSTHD8RJ ARE RATED AT LESS THAN 1800#. SEE R602.10.6 . NOTE: BEING A MINIMUM,THE LOCATION OF THE HARDWARE SHOULD BE DESCRIBED AS "A MINIMUM OF" INSTEAD OF "WITHIN" . 4. S3 / D , RIDGE BOARD TO WALL STUD ; PLEASE NOTE THE ½" SHEATHING LAYER IS TO BE CONTINUOUS AT BRACED WALL PANELS OR BLOCKED. SEE R602.10.7 AND TABLE R602.3(1) FOOTNOTE d . 5. S3 / D , RIDGE BOARD TO WALL STUDS ; PLEASE SPEC THE LENGTH OF THE 4" X 1/8" METAL BRACKET LEGS. PLEASE DETAIL THE LAYOUT OF THE HOLES PROVIDING NOT LESS THAN A 4 BOLT DIAMETER END DISTANCE AND EDGE DISTANCE. DISTANCES ARE FROM THE END AND EDGE OF THE WOOD. 6. S3 / B ; HOW DOES THE ½" GYPSUM BOARD ON THE CEILING COMPLY WITH TABLE R702.3.5 FOOTNOTE d . MECHANICAL PLANS: 1. NOTE ON PLANS: MECHANICAL SHALL COMPLY WITH CHAPTERS 12 - 24 2000 IRC. 2. PLEASE NOTE THE WORKING CLEARANCE BETWEEN THE CONDENSER AND THE COURTYARD WALL. SEE R1305.1 . IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/22/2004 | LISA LESNY | OUT TO CUSTOMER | Completed |
| 01/21/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |